CN205348563U - Foaming cement composite sheet with forked tail slot type steel limit rib structure - Google Patents

Foaming cement composite sheet with forked tail slot type steel limit rib structure Download PDF

Info

Publication number
CN205348563U
CN205348563U CN201521010707.7U CN201521010707U CN205348563U CN 205348563 U CN205348563 U CN 205348563U CN 201521010707 U CN201521010707 U CN 201521010707U CN 205348563 U CN205348563 U CN 205348563U
Authority
CN
China
Prior art keywords
cement composite
foam cement
dovetail groove
foamed cement
limit rib
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired - Fee Related
Application number
CN201521010707.7U
Other languages
Chinese (zh)
Inventor
樊立
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Changzhou Lyujian Plate Industry Co Ltd
Hengyuan Building Plate Industry Co Ltd
BEIJING TAIKONG PANEL INDUSTRY CORP
Original Assignee
Changzhou Lyujian Plate Industry Co Ltd
Hengyuan Building Plate Industry Co Ltd
BEIJING TAIKONG PANEL INDUSTRY CORP
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Changzhou Lyujian Plate Industry Co Ltd, Hengyuan Building Plate Industry Co Ltd, BEIJING TAIKONG PANEL INDUSTRY CORP filed Critical Changzhou Lyujian Plate Industry Co Ltd
Priority to CN201521010707.7U priority Critical patent/CN205348563U/en
Application granted granted Critical
Publication of CN205348563U publication Critical patent/CN205348563U/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Landscapes

  • Roof Covering Using Slabs Or Stiff Sheets (AREA)

Abstract

本实用新型涉及一种具有燕尾槽式钢边肋结构的发泡水泥复合板,它包括以下板材中的任意一种:发泡水泥复合底板、发泡水泥复合墙板、发泡水泥复合顶板,其中设有燕尾槽式钢边框边肋;所述的燕尾槽式钢边框边肋,由上下翼缘及燕尾槽边肋凹槽构成;且在所述的燕尾槽边肋凹槽内设有内嵌部件楔形块。各板材之间的连接是通过螺栓件、直角形连接件与板材燕尾槽边肋凹槽内设有的楔形块连接固定。所述的楔形块是可滑动的,以便于找准位置而快速安装。本实用新型安装操作简便,快捷,牢固,减少了施工现场的湿操作,降低了施工造成的环境污染和噪音排放。本实用新型是一种节能环保的绿色建筑产品。

The utility model relates to a foamed cement composite board with a dovetail groove steel side rib structure, which includes any one of the following boards: a foamed cement composite bottom board, a foamed cement composite wall board, and a foamed cement composite top board. Which is provided with dovetail groove type steel frame side rib; said dovetail groove type steel frame side rib is composed of upper and lower flanges and dovetail groove side rib groove; Insert wedges. The connection between the plates is fixed through the bolts, the right-angle connectors and the wedge-shaped blocks provided in the rib grooves of the dovetail grooves of the plates. The wedge block is slidable so as to find the correct position and install it quickly. The utility model is easy to install and operate, fast and firm, reduces wet operation on the construction site, and reduces environmental pollution and noise emission caused by construction. The utility model is an energy-saving and environment-friendly green building product.

Description

一种具有燕尾槽式钢边肋结构的发泡水泥复合板A foamed cement composite board with dovetail groove steel side rib structure

技术领域 technical field

本实用新型属于建筑领域,特别指一种具有燕尾槽式钢边肋结构的发泡水泥复合板。 The utility model belongs to the construction field, in particular to a foamed cement composite board with a dovetail groove steel side rib structure.

背景技术 Background technique

目前,在建筑领域中传统的墙板板材之间的连接,一般采用焊接形式和挂接的形式。其缺点是:焊接工艺设备复杂,而且往往会造成的环境污染及噪声排放,焊接后二次防腐繁琐,其工作效率低;而挂接形式的强度需要额外工装确保。 At present, in the field of construction, the connection between traditional wall panels generally adopts the form of welding and articulated. Its disadvantages are: the welding process and equipment are complex, and often cause environmental pollution and noise emissions, the secondary anti-corrosion after welding is cumbersome, and its work efficiency is low; and the strength of the articulated form requires additional tooling to ensure.

实用新型内容 Utility model content

本实用新型的目的在于克服现有技术不足而提供一种具有燕尾槽式钢边肋结构的发泡水泥复合板。在本实用新型发泡水泥复合板材之间进行连接时,利用发泡水泥复合板材中设有的燕尾槽式钢边肋结构可以快速、简便完成机械式连接,大大提高了工作效率,避免了因传统焊接造成的环境污染及噪声排放。 The purpose of the utility model is to overcome the deficiencies of the prior art and provide a foamed cement composite board with a dovetail groove steel side rib structure. When connecting between the foamed cement composite boards of the utility model, the mechanical connection can be completed quickly and easily by using the dovetail groove steel side rib structure provided in the foamed cement composite boards, which greatly improves the work efficiency and avoids Environmental pollution and noise emissions caused by traditional welding.

本实用新型具有燕尾槽式钢边肋结构的发泡水泥复合板,可以像搭积木一样组装成各种建筑物,如:低层建筑、装配式整体卫生间、装配式集装箱建筑、装配式集成建筑、装配式六面体等空间结构建筑。本实用新型发泡水泥复合板材之间的连接方式,是利用发泡水泥复合板材所设有的燕尾槽式钢边肋的凹槽内部放置与凹槽形状相配合的内嵌零件;内嵌零件可以提前放入燕尾槽式钢边肋凹槽中,也可以在板材安装连接时再放入;再通过连接件,实现各板材之间的快速连接。 The utility model has a foamed cement composite board with dovetail groove steel side rib structure, which can be assembled into various buildings like building blocks, such as: low-rise buildings, prefabricated integral toilets, prefabricated container buildings, prefabricated integrated buildings, Prefabricated hexahedron and other space structure buildings. The connection mode between the foamed cement composite boards of the utility model is to place embedded parts matching the shape of the grooves inside the groove of the dovetail groove steel side rib provided by the foamed cement composite boards; It can be placed in the dovetail groove steel rib groove in advance, or it can be put in when the plates are installed and connected; and then through the connecting piece, the quick connection between the plates can be realized.

本实用新型的技术方案是: The technical scheme of the utility model is:

一种具有燕尾槽式钢边肋结构的发泡水泥复合板,它包括以下板材中的任意一种:发泡水泥复合底板、发泡水泥复合墙板、发泡水泥复合顶板,其特征在于:在所述的发泡水泥复合底板或发泡水泥复合墙板、或发泡水泥复合顶板中设有燕尾槽式钢边框边肋;所述的燕尾槽式钢边框边肋,由上下翼缘及燕尾槽边肋凹槽构成;且在所述的燕尾槽边肋凹槽内设有内嵌部件楔形块。 A foamed cement composite board with a dovetail groove steel rib structure, which includes any one of the following boards: foamed cement composite bottom board, foamed cement composite wall board, foamed cement composite top board, characterized in that: In the foamed cement composite bottom plate or foamed cement composite wallboard, or the foamed cement composite top plate, a dovetail groove type steel frame side rib is arranged; the described dovetail groove type steel frame side rib is composed of upper and lower flanges and The rib groove of the dovetail groove is formed; and the wedge-shaped block of the embedded component is arranged in the rib groove of the dovetail groove.

其中,所述的发泡水泥复合墙板与所述的发泡水泥复合底板之间的连接,是通过螺栓件、连接件与板材燕尾槽边肋凹槽内设有的楔形块连接固定。 Wherein, the connection between the foamed cement composite wallboard and the foamed cement composite bottom plate is fixed through bolts, connectors and wedge-shaped blocks provided in the side rib groove of the dovetail groove of the plate.

所述的发泡水泥复合墙板与所述的发泡水泥复合墙板之间的连接,是通过螺栓件、连接件与板材燕尾槽边肋凹槽内设有的楔形块连接固定。 The connection between the foamed cement composite wallboard and the foamed cement composite wallboard is fixed through bolts, connectors and wedge-shaped blocks provided in the side rib groove of the plate dovetail groove.

所述的发泡水泥复合墙板与所述的发泡水泥复合顶板之间的连接,是通过螺栓件、连接件与板材燕尾槽边肋凹槽内设有的楔形块连接固定。 The connection between the foamed cement composite wallboard and the described foamed cement composite roof is fixed through the connection and fixation of bolts, connectors and wedge-shaped blocks provided in the side rib grooves of the plate dovetail grooves.

所述的发泡水泥复合底板,由钢边框、钢筋桁架、钢丝网、无机发泡水泥芯材、上下水泥砂浆面层复合构成;所述的钢丝网与钢边框连接固定;根据设计需求,所述的钢丝网可整体铺设或部分铺设。本实用新型中所述的发泡水泥复合底板,也可以为楼板。 The foamed cement composite bottom plate is composed of a steel frame, a steel bar truss, a steel wire mesh, an inorganic foamed cement core material, and an upper and lower cement mortar surface layer; the steel wire mesh is connected and fixed to the steel frame; according to design requirements, the The steel wire mesh mentioned above can be laid as a whole or partially. The foamed cement composite bottom plate described in the utility model can also be a floor slab.

所述的发泡水泥复合墙板,由钢边框、上下钢丝网、若干个与上下钢丝网拉接的钢圈、无机发泡水泥芯材、上下水泥砂浆面层复合构成;所述的钢丝网与钢边框连接固定;根据设计需求,钢丝网可整体铺设或部分铺设。 The foamed cement composite wallboard is composed of a steel frame, upper and lower steel wire mesh, several steel rings connected with the upper and lower steel wire mesh, inorganic foamed cement core material, and upper and lower cement mortar surface layers; the steel wire mesh It is connected and fixed with the steel frame; according to the design requirements, the steel wire mesh can be laid in whole or in part.

所述的发泡水泥复合墙板的另一种结构是,由钢边框、钢丝网、钢筋桁架、无机发泡水泥芯材、上下水泥砂浆面层复合构成;所述的钢丝网与钢边框连接固定;根据设计需求,所述的钢丝网可整体铺设或部分铺设。 Another structure of the foamed cement composite wallboard is composed of a steel frame, steel wire mesh, steel bar truss, inorganic foamed cement core material, and upper and lower cement mortar surface layers; the steel wire mesh is connected to the steel frame Fixed; according to design requirements, the steel wire mesh can be laid in whole or in part.

所述的发泡水泥复合顶板,由钢边框、钢丝网、钢筋桁架、无机发泡水泥芯材、上下水泥砂浆面层复合构成;所述的钢丝网与钢边框连接固定;根据设计需求,所述的钢丝网可整体铺设或部分铺设。 The foamed cement composite roof is composed of a steel frame, steel wire mesh, steel bar truss, inorganic foamed cement core material, and upper and lower cement mortar surface layers; the steel wire mesh is connected and fixed to the steel frame; according to design requirements, the The steel wire mesh mentioned above can be laid as a whole or partially.

在所述的燕尾槽边肋凹槽内所设有楔形块是可滑动的,以便于找准位置而快速安装。 The wedge-shaped block provided in the rib groove of the dovetail groove is slidable, so as to find the correct position and install it quickly.

所述的楔形块的形状与凹槽形状相配合。 The shape of the wedge block matches the shape of the groove.

所述的楔形块可提前放置在燕尾槽边肋的凹槽内,也可在安装时放置在燕尾槽边肋的凹槽内。 The wedge-shaped block can be placed in the groove of the side rib of the dovetail groove in advance, and can also be placed in the groove of the side rib of the dovetail groove during installation.

在所述的楔形块内设有与螺栓配合的孔;并设有可放置螺母的开槽。 A hole for matching with a bolt is provided in the wedge block; and a slot for placing a nut is provided.

所述的楔形块的另外一种结构是,在所述的楔形块中设有与螺栓配合的螺纹孔。 Another structure of the wedge block is that threaded holes for bolts are provided in the wedge block.

所述的楔形块的又一种结构是,在所述的楔形块中设有与螺母配合的螺栓。 Another structure of the wedge block is that bolts that cooperate with nuts are arranged in the wedge block.

所述的连接件为直角形连接件;并在连接件上设有与螺栓相配合的过孔。 The connecting piece is a right-angled connecting piece; and the connecting piece is provided with through holes matched with bolts.

在所述的直角形连接件上增设有筋板,以通过增强连接件的强度来满足板材连接的强度。 Ribs are added to the right-angled connectors to meet the strength of the plate connections by enhancing the strength of the connectors.

在所述的燕尾槽边肋的上下翼缘内设有加强筋,以满足板材连接的强度。 Reinforcing ribs are provided in the upper and lower flanges of the dovetail groove side ribs to meet the strength of plate connection.

一种具有燕尾槽式钢边肋结构的发泡水泥复合板的连接方法,其特征在于:该方法步骤包括: A method for connecting foamed cement composite panels with a dovetail groove steel rib structure, characterized in that the steps of the method include:

根据设计要求,制作发泡水泥复合底板或发泡水泥复合墙板、或发泡水泥复合顶板;并在所述的发泡水泥复合底板或发泡水泥复合墙板、或发泡水泥复合顶板中设有燕尾槽式钢边框边肋;所述的燕尾槽式钢边框边肋,由上下翼缘及燕尾槽边肋凹槽构成;且在所述的燕尾槽边肋凹槽内设有内嵌部件楔形块。 According to the design requirements, make a foamed cement composite bottom plate or a foamed cement composite wallboard, or a foamed cement composite top plate; There is a dovetail groove steel frame side rib; the dovetail groove steel frame side rib is composed of upper and lower flanges and a dovetail groove side rib groove; and an embedded Component wedges.

其中,所述的发泡水泥复合底板与发泡水泥复合墙板的连接方法步骤是:首先,将发泡水泥复合底板放置于水平基面上,按设计要求,将发泡水泥复合墙板垂直放置于发泡水泥复合底板相对位置上;分别将放置有螺母的楔形块放入发泡水泥复合底板和发泡水泥复合墙板所设有的燕尾槽边肋凹槽中;再分别将螺栓穿过连接件,并与放置在楔形块中的螺母连接固定,利用楔形块与燕尾槽式钢边框边肋紧固,从而使发泡水泥复合底板与发泡水泥复合墙板连接固定。 Wherein, the steps of the connection method of the foamed cement composite base plate and the foamed cement composite wallboard are: first, the foamed cement composite base plate is placed on a horizontal base surface, and the foamed cement composite wallboard is placed vertically Place it on the relative position of the foamed cement composite floor; put the wedge-shaped blocks with the nuts into the rib grooves of the dovetail groove provided on the foamed cement composite floor and the foamed cement composite wallboard respectively; Through the connecting piece, it is connected and fixed with the nut placed in the wedge block, and the wedge block is fastened with the side rib of the dovetail groove steel frame, so that the foamed cement composite bottom plate and the foamed cement composite wallboard are connected and fixed.

所述的发泡水泥复合墙板与另一块发泡水泥复合墙板的连接方法步骤是:按设计要求,分别将放置有螺母的楔形块放入发泡水泥复合墙板和另一块发泡水泥复合墙板所设有的燕尾槽边肋凹槽中;再分别将螺栓穿过连接件,并与放置在楔形块中的螺母连接固定,利用楔形块与燕尾槽式钢边框边肋紧固,从而使发泡水泥复合墙板与发泡水泥复合墙板连接。 The steps of the method for connecting the foamed cement composite wallboard to another foamed cement composite wallboard are as follows: according to the design requirements, respectively put the wedge-shaped blocks with nuts into the foamed cement composite wallboard and another foamed cement composite wallboard. The dovetail groove side rib groove provided by the composite wallboard; then respectively pass the bolts through the connectors, and connect and fix them with the nuts placed in the wedge block, and use the wedge block and the dovetail groove type steel frame side rib to fasten, Thus, the foamed cement composite wallboard is connected with the foamed cement composite wallboard.

所述的发泡水泥复合墙板与发泡水泥复合顶板的连接方法步骤是:按设计要求,将发泡水泥复合顶板放置于发泡水泥复合墙板之上,分别将放置有螺母的楔形块放入发泡水泥复合顶板和发泡水泥复合墙板所设有的燕尾槽边肋凹槽中;再分别将螺栓穿过连接件,并与放置在楔形块中的螺母连接固定,利用楔形块与燕尾槽式钢边框边肋紧固,从而使发泡水泥复合墙板与发泡水泥复合顶板连接。 The steps of the connection method between the foamed cement composite wallboard and the foamed cement composite roof board are as follows: according to the design requirements, the foamed cement composite roof board is placed on the foamed cement composite wallboard, and the wedge-shaped blocks with nuts are placed respectively Put it into the dovetail rib groove provided by the foamed cement composite roof and the foamed cement composite wallboard; then pass the bolts through the connectors respectively, and connect and fix them with the nuts placed in the wedge-shaped block, and use the wedge-shaped block It is fastened with the side rib of the dovetail groove steel frame, so that the foamed cement composite wallboard is connected with the foamed cement composite roof board.

本实用新型的优点在于:由于具有燕尾槽边肋结构发泡水泥复合板可以采用工业化预制生产,在施工现场就可以像搭积木一样完成机械方式拼装,故本实用新型安装操作简便,快捷,牢固,大大地减少了施工现场的湿操作,降低了施工造成的环境污染和噪音排放。本实用新型发泡水泥复合板,其耐火极限≥4小时;隔音≥42分贝,所构成原材料为无机材料,为非燃烧体,本实用新型具有承重保温、隔热、耐久、抗震、质轻、优良的防火性能和隔声性能。本实用新型是一种节能环保的绿色建筑产品。 The utility model has the advantages of: because the foamed cement composite board with dovetail groove side rib structure can be produced by industrialized prefabrication, it can be mechanically assembled like building blocks at the construction site, so the utility model is easy to install, fast and firm , greatly reducing the wet operation on the construction site, reducing environmental pollution and noise emissions caused by construction. The foamed cement composite board of the utility model has a fire-resistant limit of ≥4 hours and a sound insulation of ≥42 decibels. The raw materials formed are inorganic materials and are non-combustible. Excellent fire performance and sound insulation performance. The utility model is an energy-saving and environment-friendly green building product.

附图说明 Description of drawings

图1-1为本实用新型发泡水泥复合底板的结构示意图。 Figure 1-1 is a schematic structural view of the foamed cement composite floor of the present invention.

图1-2为本实用新型发泡水泥复合墙板的结构示意图。 Fig. 1-2 is the structure diagram of the foamed cement composite wallboard of the present invention.

图1-3为本实用新型发泡水泥复合顶板的结构示意图。 Figures 1-3 are schematic structural views of the foamed cement composite roof of the present invention.

图1-4为本实用新型发泡水泥复合板中燕尾槽式边肋截面图。 Figures 1-4 are cross-sectional views of dovetail groove type side ribs in the foamed cement composite board of the present invention.

图2-1、图2-2、图2-3为本实用新型实施例1中楔形块结构示意图。 Fig. 2-1, Fig. 2-2, Fig. 2-3 are the structural schematic diagrams of wedge blocks in Embodiment 1 of the utility model.

图3为本实用新型实施例1中发泡水泥复合墙板与发泡水泥复合底板的连接节点结构示意图。 Fig. 3 is a schematic diagram of the connection node structure between the foamed cement composite wallboard and the foamed cement composite bottom plate in Example 1 of the present utility model.

图4为本实用新型实施例1中发泡水泥复合墙板与发泡水泥复合墙板的连接节点结构示意图。 Fig. 4 is a schematic diagram of the connection node structure between the foamed cement composite wallboard and the foamed cement composite wallboard in Example 1 of the present utility model.

图5为本实用新型实施例1中发泡水泥复合墙板与发泡水泥复合顶板的连接节点结构示意图。 Fig. 5 is a schematic diagram of the connection node structure between the foamed cement composite wallboard and the foamed cement composite roof in Example 1 of the utility model.

图6-1、图6-2为本实用新型实施例2中楔形块结构示意图。 Fig. 6-1 and Fig. 6-2 are schematic structural diagrams of the wedge block in Embodiment 2 of the present utility model.

图7为本实用新型实施例2中发泡水泥复合墙板与发泡水泥复合底板的连接节点结构示意图。 Fig. 7 is a schematic diagram of the connection node structure between the foamed cement composite wallboard and the foamed cement composite bottom plate in Example 2 of the present utility model.

图8-1、图8-2为本实用新型实施例3中楔形块结构示意图。 Fig. 8-1 and Fig. 8-2 are schematic structural diagrams of wedge-shaped blocks in Embodiment 3 of the present utility model.

图9为本实用新型实施例3中发泡水泥复合墙板与发泡水泥复合底板的连接节点结构示意图。 Fig. 9 is a schematic diagram of the connection node structure between the foamed cement composite wallboard and the foamed cement composite bottom plate in Example 3 of the present utility model.

图10-1、图10-2为本实用新型实施例4中楔形块结构示意图。 Fig. 10-1 and Fig. 10-2 are schematic structural diagrams of the wedge-shaped block in Embodiment 4 of the present utility model.

附图标号说明: Explanation of reference numbers:

发泡水泥复合底板1;发泡水泥复合墙板2、2’; Foamed cement composite floor 1; foamed cement composite wallboard 2, 2';

发泡水泥复合顶板3;钢边框101;钢筋桁架102;无机发泡水泥芯材103;上下水泥砂浆面层104;钢丝网105;连接件106; Foamed cement composite roof 3; steel frame 101; steel bar truss 102; inorganic foamed cement core material 103; upper and lower cement mortar surface layers 104; steel wire mesh 105; connector 106;

燕尾槽式边肋6;凹槽61;加强筋62; Dovetail groove type side rib 6; Groove 61; Reinforcing rib 62;

楔形块7;孔70;开槽71; Wedge block 7; Hole 70; Slot 71;

螺纹孔72;螺母73;螺栓74;螺栓套管75;盖板76; Threaded hole 72; Nut 73; Bolt 74; Bolt sleeve 75; Cover plate 76;

直角形连接件8;过孔81;筋板82。 Right angle connector 8 ; via hole 81 ; rib plate 82 .

具体实施方式 detailed description

下面结合说明书附图及实施例,对本实用新型作进一步说明。 Below in conjunction with accompanying drawing and embodiment of description, the utility model is further described.

实施例1: Example 1:

如图1-1至图1-4、图2-1至图2-3、图3至图5所示,本实用新型包括:发泡水泥复合底板1、发泡水泥复合墙板2、发泡水泥复合顶板3。在所述的发泡水泥复合底板1或发泡水泥复合墙板2或发泡水泥复合顶板3中设有燕尾槽式钢边框边肋6;所述的燕尾槽式钢边框边肋6,由上下翼缘及燕尾槽边肋凹槽61构成;且在所述的燕尾槽边肋凹槽61内设有内嵌部件楔形块7;并在所述的楔形块7内设有与螺栓74配合的孔70以及可放置螺母73的开槽71。 As shown in Fig. 1-1 to Fig. 1-4, Fig. 2-1 to Fig. 2-3, Fig. 3 to Fig. 5, the utility model includes: foamed cement composite floor 1, foamed cement composite wallboard 2, hair Foam cement composite roof 3. In the foamed cement composite bottom plate 1 or the foamed cement composite wallboard 2 or the foamed cement composite top plate 3, a dovetail groove type steel frame side rib 6 is arranged; the described dovetail groove type steel frame side rib 6 is composed of The upper and lower flanges and the rib groove 61 of the dovetail groove; and the embedded part wedge block 7 is arranged in the rib groove 61 of the dovetail groove; The hole 70 and the slot 71 where a nut 73 can be placed.

所述的发泡水泥复合底板1与所述的发泡水泥复合墙板2之间的连接,是通过螺栓74穿过直角形连接件8与楔形块7内放置的螺母73连接固定; The connection between the foamed cement composite base plate 1 and the described foamed cement composite wallboard 2 is to pass through the right-angled connector 8 and the nut 73 placed in the wedge block 7 to be connected and fixed by the bolt 74;

所述的发泡水泥复合墙板2与所述的发泡水泥复合墙板2’之间的连接,是通过螺栓74穿过直角形连接件8与楔形块7内放置的螺母73连接固定; The connection between the foamed cement composite wallboard 2 and the described foamed cement composite wallboard 2' is to pass through the right-angled connector 8 and the nut 73 placed in the wedge block 7 to be connected and fixed by the bolt 74;

所述的发泡水泥复合墙板2与所述的发泡水泥复合顶板3之间的连接,是通过螺栓74穿过直角形连接件8与楔形块7内放置的螺母73连接固定。 The connection between the foamed cement composite wallboard 2 and the described foamed cement composite top plate 3 is fixed by bolts 74 passing through the right-angle connector 8 and the nuts 73 placed in the wedge block 7 .

其中,在所述的直角形连接件8上设有与螺栓相配合的过孔81。 Wherein, through holes 81 matched with bolts are provided on the right-angled connecting piece 8 .

在本实用新型实施例中,所述的发泡水泥复合底板1,由钢边框101、钢筋桁架102、钢丝网105、无机发泡水泥芯材103、上下水泥砂浆面层104复合构成;其中,钢丝网105与钢边框101连接固定;根据设计需求,钢丝网105可整体铺设或部分铺设。 In the embodiment of the utility model, the foamed cement composite floor 1 is composed of a steel frame 101, a steel truss 102, a steel wire mesh 105, an inorganic foamed cement core material 103, and an upper and lower cement mortar surface layer 104; wherein, The steel wire mesh 105 is connected and fixed to the steel frame 101; according to design requirements, the steel wire mesh 105 can be laid entirely or partially.

所述的发泡水泥复合墙板2或发泡水泥复合墙板2’,由钢边框101、钢筋桁架102、无机发泡水泥芯材103、上下钢丝网105、若干个与上下钢丝网105拉接的连接件106、上下水泥砂浆面层104复合构成;其中,钢丝网105与钢边框101连接固定;根据设计需求,钢丝网105可整体铺设或部分铺设。 The foamed cement composite wallboard 2 or the foamed cement composite wallboard 2' is composed of a steel frame 101, a steel bar truss 102, an inorganic foamed cement core material 103, an upper and lower steel wire mesh 105, and several upper and lower steel wire mesh 105. The connected connectors 106 and the upper and lower cement mortar surface layers 104 are compositely formed; wherein, the steel wire mesh 105 is connected and fixed with the steel frame 101; according to design requirements, the steel wire mesh 105 can be laid entirely or partially.

所述的发泡水泥复合顶板3,由钢边框101、钢丝网105、钢筋桁架102、无机发泡水泥芯材103、上下水泥砂浆面层104复合构成;其中,钢丝网105与钢边框101连接固定;根据设计需求,钢丝网105可整体铺设或部分铺设。 The foamed cement composite top plate 3 is composed of a steel frame 101, a steel wire mesh 105, a steel bar truss 102, an inorganic foamed cement core material 103, and an upper and lower cement mortar surface layer 104; wherein, the steel wire mesh 105 is connected to the steel frame 101 fixed; according to design requirements, the steel wire mesh 105 can be laid in whole or in part.

在所述的燕尾槽边肋凹槽61内所设有楔形块7是可滑动的,以便于找准位置而快速安装。 The wedge-shaped block 7 provided in the rib groove 61 of the dovetail groove is slidable, so as to locate the position and install it quickly.

所述的楔形块6的形状与凹槽61形状相配合。 The shape of the wedge block 6 matches the shape of the groove 61 .

所述的楔形块7可提前放置在燕尾槽边肋6的凹槽61内,也可在安装时放置在燕尾槽边肋6的凹槽61内。 The wedge block 7 can be placed in the groove 61 of the dovetail groove side rib 6 in advance, or can be placed in the groove 61 of the dovetail groove side rib 6 during installation.

本实用新型实施例1发泡水泥复合板的安装连接方法步骤,它包括: The installation and connection method steps of the foamed cement composite board of the utility model embodiment 1, it comprises:

根据设计要求,制作发泡水泥复合底板1或发泡水泥复合墙板2、或发泡水泥复合顶板3;在所述的发泡水泥复合底板1或发泡水泥复合墙板2、或发泡水泥复合顶板3中设有燕尾槽式钢边框边肋6;所述的燕尾槽式钢边框边肋6,由上下翼缘及燕尾槽边肋凹槽61构成;且在所述的燕尾槽边肋凹槽61内设有内嵌部件楔形块7;在楔形块7内设有与螺栓74配合的孔70、以及可放置螺母73的开槽71。 According to design requirements, make foamed cement composite bottom plate 1 or foamed cement composite wallboard 2, or foamed cement composite top plate 3; The cement composite roof 3 is provided with a dovetail groove type steel frame side rib 6; the dovetail groove type steel frame side rib 6 is composed of upper and lower flanges and a dovetail groove side rib groove 61; and on the side of the dovetail groove The rib groove 61 is provided with a wedge-shaped block 7 of the embedded component; a hole 70 for matching with a bolt 74 and a slot 71 for placing a nut 73 are provided in the wedge-shaped block 7 .

其中,所述的发泡水泥复合底板1与发泡水泥复合墙板2的安装连接方法步骤是:首先,将发泡水泥复合底板1放置于水平基面上,按设计要求,将发泡水泥复合墙板2垂直放置于发泡水泥复合底板1相对位置上;分别将放置有螺母73的楔形块7放入发泡水泥复合底板1和发泡水泥复合墙板2所设有的燕尾槽边肋凹槽61中;再分别将螺栓73穿过直角形连接件8,并与放置在楔形块7中的螺母73连接固定,利用楔形块7与燕尾槽式钢边框边肋6紧固,从而使发泡水泥复合底板1与发泡水泥复合墙板2连接: Wherein, the installation and connection method steps of the foamed cement composite floor 1 and the foamed cement composite wallboard 2 are: first, the foamed cement composite floor 1 is placed on a horizontal base surface, and the foamed cement composite The composite wallboard 2 is vertically placed on the relative position of the foamed cement composite bottom board 1; the wedge-shaped block 7 with the nut 73 is placed into the edge of the dovetail groove provided by the foamed cement composite bottom board 1 and the foamed cement composite wallboard 2 respectively. In the rib groove 61; Bolts 73 pass through the right-angled connector 8 respectively, and are connected and fixed with the nut 73 placed in the wedge block 7, and the wedge block 7 is fastened with the dovetail groove type steel frame side rib 6, thereby Connect the foamed cement composite bottom plate 1 with the foamed cement composite wallboard 2:

所述的发泡水泥复合墙板与另一块发泡水泥复合墙板的安装连接方法步骤是:按设计要求,分别将放置有螺母73的楔形块7放入发泡水泥复合墙板2和另一块发泡水泥复合墙板2’所设有的燕尾槽边肋凹槽61中;再分别将螺栓74穿过直角形连接件8,并与放置在楔形块7中的螺母73连接固定,利用楔形块7与燕尾槽式钢边框边肋6紧固,从而使发泡水泥复合墙板2与发泡水泥复合墙板2’相连接固定。 The steps of the installation and connection method between the foamed cement composite wallboard and another foamed cement composite wallboard are: according to the design requirements, respectively put the wedge-shaped block 7 with the nut 73 into the foamed cement composite wallboard 2 and the other foamed cement composite wallboard. In the dovetail groove side rib groove 61 that a piece of foamed cement composite wallboard 2' is provided with; Bolts 74 pass through the right-angled connector 8 respectively, and are connected and fixed with the nut 73 placed in the wedge-shaped block 7, utilize The wedge-shaped block 7 is fastened to the side rib 6 of the dovetail groove steel frame, so that the foamed cement composite wallboard 2 is connected and fixed with the foamed cement composite wallboard 2'.

所述的发泡水泥复合墙板2与发泡水泥复合顶板3的安装连接方法步骤是:按设计要求,将发泡水泥复合顶板3放置于发泡水泥复合墙板2之上,分别将放置有螺母73的楔形块7放入发泡水泥复合顶板3和发泡水泥复合墙板2所设有的燕尾槽边肋凹槽6中;再分别将螺栓73穿过直角形连接件8,并与放置在楔形块7中的螺母73连接固定,利用楔形块7与燕尾槽式钢边框边肋6紧固,从而使发泡水泥复合墙板2与发泡水泥复合顶板3相连接固定。 The installation and connection method steps of the foamed cement composite wallboard 2 and the foamed cement composite top board 3 are: according to the design requirements, the foamed cement composite top board 3 is placed on the foamed cement composite wallboard 2, respectively placed Put the wedge block 7 with nut 73 into the dovetail rib groove 6 provided on the foamed cement composite top plate 3 and the foamed cement composite wallboard 2; It is connected and fixed with the nut 73 placed in the wedge block 7, and the wedge block 7 is fastened with the rib 6 of the dovetail channel steel frame, so that the foamed cement composite wallboard 2 is connected and fixed with the foamed cement composite top plate 3.

实施例2: Example 2:

如图1-1至图1-4、图6-1至图6-2、图7所示,本实用新型包括:如实施例1所述的发泡水泥复合底板1、发泡水泥复合墙板2、发泡水泥复合顶板3。在所述的发泡水泥复合底板1或发泡水泥复合墙板2或发泡水泥复合顶板3中设有燕尾槽式钢边框边肋6;所述的燕尾槽式钢边框边肋6,由上下翼缘及燕尾槽边肋凹槽61构成;且在所述的燕尾槽边肋凹槽61内设有内嵌部件楔形块7;并在楔形块7内设有与螺栓74配合的螺纹孔72。 As shown in Figure 1-1 to Figure 1-4, Figure 6-1 to Figure 6-2, and Figure 7, the utility model includes: the foamed cement composite floor 1 as described in Example 1, the foamed cement composite wall Board 2, foam cement composite top board 3. In the foamed cement composite bottom plate 1 or the foamed cement composite wallboard 2 or the foamed cement composite top plate 3, a dovetail groove type steel frame side rib 6 is arranged; the described dovetail groove type steel frame side rib 6 is composed of The upper and lower flanges and the rib groove 61 of the dovetail groove; and the embedded component wedge block 7 is arranged in the rib groove 61 of the dovetail groove; and the threaded hole matched with the bolt 74 is provided in the wedge block 7 72.

所述的发泡水泥复合底板1与所述的发泡水泥复合墙板2之间的连接,是通过螺栓74穿过直角形连接件8与板材燕尾槽边肋凹槽6内设有的楔形块7连接固定。 The connection between the foamed cement composite bottom plate 1 and the described foamed cement composite wallboard 2 is through the wedge-shaped connecting piece 8 and the rib groove 6 provided in the plate dovetail groove through the bolt 74. Block 7 is connected and fixed.

所述的发泡水泥复合墙板2与所述的发泡水泥复合墙板2’之间的连接,是通过螺栓74穿过直角形连接件8与板材燕尾槽边肋凹槽6内设有的楔形块7连接固定。 The connection between the foamed cement composite wallboard 2 and the foamed cement composite wallboard 2' is through the bolt 74 passing through the right-angled connector 8 and the rib groove 6 of the plate dovetail groove. The wedge block 7 is connected and fixed.

所述的发泡水泥复合墙板2与所述的发泡水泥复合顶板3之间的连接,是通过螺栓74穿过直角形连接件8与板材燕尾槽边肋凹槽6内设有的楔形块7连接固定。 The connection between the foamed cement composite wallboard 2 and the described foamed cement composite top plate 3 is through the wedge-shaped joints provided in the right-angled connector 8 and the plate dovetail groove side rib groove 6 through the bolt 74. Block 7 is connected and fixed.

其中,在所述的直角形连接件8上设有与螺栓相配合的过孔81。 Wherein, through holes 81 matched with bolts are provided on the right-angled connecting piece 8 .

在所述的燕尾槽边肋凹槽61内所设有楔形块7是可滑动的,以便于找准位置而快速安装。 The wedge-shaped block 7 provided in the rib groove 61 of the dovetail groove is slidable, so as to locate the position and install it quickly.

所述的楔形块6的形状与凹槽61形状相配合。 The shape of the wedge block 6 matches the shape of the groove 61 .

所述的楔形块7可提前放置在燕尾槽边肋6的凹槽61内,也可在安装时放置在燕尾槽边肋6的凹槽61内。 The wedge block 7 can be placed in the groove 61 of the dovetail groove side rib 6 in advance, or can be placed in the groove 61 of the dovetail groove side rib 6 during installation.

本实用新型实施例2发泡水泥复合板的安装连接方法步骤,它包括: The installation and connection method steps of the foamed cement composite board of the utility model embodiment 2, it comprises:

根据设计要求,制作发泡水泥复合底板1或发泡水泥复合墙板2、或发泡水泥复合顶板3;在所述的发泡水泥复合底板1或发泡水泥复合墙板2、或发泡水泥复合顶板3中设有燕尾槽式钢边框边肋6;所述的燕尾槽式钢边框边肋6,由上下翼缘及燕尾槽边肋凹槽61构成;且在所述的燕尾槽边肋凹槽61内设有内嵌部件楔形块7;并在楔形块7内设有与螺栓74配合的螺纹孔72。 According to design requirements, make foamed cement composite bottom plate 1 or foamed cement composite wallboard 2, or foamed cement composite top plate 3; The cement composite roof 3 is provided with a dovetail groove type steel frame side rib 6; the dovetail groove type steel frame side rib 6 is composed of upper and lower flanges and a dovetail groove side rib groove 61; and on the side of the dovetail groove The rib groove 61 is provided with a wedge-shaped block 7 of the embedded component; and a threaded hole 72 matching with a bolt 74 is provided in the wedge-shaped block 7 .

其中,所述的发泡水泥复合底板1与发泡水泥复合墙板2的安装连接方法步骤是:首先,将发泡水泥复合底板1放置于水平基面上,按设计要求,将发泡水泥复合墙板2垂直放置于发泡水泥复合底板1相对位置上;分别将放置有螺母73的楔形块7放入发泡水泥复合底板1和发泡水泥复合墙板2所设有的燕尾槽边肋凹槽61中;再分别将螺栓74穿过直角形连接件8,并与楔形块7中的螺纹孔72连接固定,利用楔形块7与燕尾槽式钢边框边肋6紧固,从而使发泡水泥复合底板1与发泡水泥复合墙板2相连接固定。 Wherein, the installation and connection method steps of the foamed cement composite floor 1 and the foamed cement composite wallboard 2 are: first, the foamed cement composite floor 1 is placed on a horizontal base surface, and the foamed cement composite The composite wallboard 2 is vertically placed on the relative position of the foamed cement composite bottom board 1; the wedge-shaped block 7 with the nut 73 is placed into the edge of the dovetail groove provided by the foamed cement composite bottom board 1 and the foamed cement composite wallboard 2 respectively. In the rib groove 61; then bolts 74 are respectively passed through the right-angled connector 8, and are connected and fixed with the threaded holes 72 in the wedge block 7, and the wedge block 7 is fastened with the rib 6 of the dovetail groove type steel frame, so that The foamed cement composite bottom plate 1 is connected and fixed with the foamed cement composite wallboard 2 .

所述的发泡水泥复合墙板2与另一块发泡水泥复合墙板2’的安装连接方法步骤是:按设计要求,分别将放置有螺母73的楔形块7放入发泡水泥复合墙板2和另一块发泡水泥复合墙板2’所设有的燕尾槽边肋凹槽61中;再分别将螺栓74穿过直角形连接件8,并与楔形块7中的螺纹孔72连接固定,利用楔形块7与燕尾槽式钢边框边肋6紧固,从而使发泡水泥复合墙板2与发泡水泥复合墙板2’相连接固定。 The steps of the installation and connection method between the foamed cement composite wallboard 2 and another foamed cement composite wallboard 2' are: according to the design requirements, respectively put the wedge-shaped blocks 7 with nuts 73 into the foamed cement composite wallboard 2 and another piece of foamed cement composite wallboard 2' in the rib groove 61 of the dovetail groove; then respectively pass the bolts 74 through the right-angle connector 8, and connect and fix them with the threaded holes 72 in the wedge block 7 , the wedge-shaped block 7 is fastened with the rib 6 of the dovetail groove steel frame, so that the foamed cement composite wallboard 2 is connected and fixed with the foamed cement composite wallboard 2'.

所述的发泡水泥复合墙板2与发泡水泥复合顶板3的安装连接方法步骤是:按设计要求,将发泡水泥复合顶板3放置于发泡水泥复合墙板2之上,分别将放置有螺母73的楔形块7放入发泡水泥复合顶板3和发泡水泥复合墙板2所设有的燕尾槽边肋凹槽6中;再分别将螺栓74穿过直角形连接件8,并与楔形块7中的螺纹孔72连接固定,利用楔形块7与燕尾槽式钢边框边肋6紧固,从而使发泡水泥复合墙板2与发泡水泥复合顶板3相连接固定。 The installation and connection method steps of the foamed cement composite wallboard 2 and the foamed cement composite top board 3 are: according to the design requirements, the foamed cement composite top board 3 is placed on the foamed cement composite wallboard 2, respectively placed The wedge block 7 with nut 73 is put into the dovetail groove side rib groove 6 provided with the foamed cement composite top plate 3 and the foamed cement composite wallboard 2; then bolts 74 are passed through the right-angled connector 8 respectively, and It is connected and fixed with the threaded hole 72 in the wedge block 7, and the wedge block 7 is fastened with the rib 6 of the dovetail groove steel frame, so that the foamed cement composite wallboard 2 and the foamed cement composite top plate 3 are connected and fixed.

实施例3: Example 3:

如图1-1至图1-4、图8-1至图8-2、图9所示,本实施例3与实施例1的不同之处是:其一:所述的楔形块7的另一种结构是,在楔形块7中设有与螺母73配合的螺栓74。其二:在所述的直角形连接件8上增设有筋板82,以通过增强连接件的强度来满足板材连接的强度。本实施例3的其它特征与上述实施例1相同,故不在赘述。 As shown in Fig. 1-1 to Fig. 1-4, Fig. 8-1 to Fig. 8-2, and Fig. 9, the difference between this embodiment 3 and embodiment 1 is: first: the wedge-shaped block 7 Another structure is that a bolt 74 cooperating with a nut 73 is provided in the wedge block 7 . Second: add a rib plate 82 to the right-angled connecting piece 8 to meet the strength of the plate connection by enhancing the strength of the connecting piece. Other features of Embodiment 3 are the same as those of Embodiment 1 above, so details are not repeated here.

实施例4: Example 4:

如图1-1至图1-4、图10-1、图10-2所示,本实施例4与实施例1的不同之处是:在所述的燕尾槽边肋6的上下翼缘内设有加强筋62,以满足板材连接的强度。本实施例4的其它特征与上述实施例1相同,故不在赘述。 As shown in Figures 1-1 to 1-4, Figure 10-1, and Figure 10-2, the difference between Embodiment 4 and Embodiment 1 is that the upper and lower flanges of the dovetail rib 6 Ribs 62 are provided inside to meet the strength of the plate connection. Other features of the fourth embodiment are the same as those of the first embodiment above, so details are not repeated here.

对于本领域的技术人员来说,可根据不同的设计需求,将本实用新型实施例中发泡水泥复合板材之间的连接方式可以进行自由组合。上述实施例为本实用新型的优选实施例,但并不局限于上述几种方式。凡在本实用新型的精神和原则之内,所作的任何修改、等同替换、改进等,均应包含在本实用新型的保护范围之内。 Those skilled in the art can freely combine the connection modes between the foamed cement composite boards in the embodiment of the present invention according to different design requirements. The above-mentioned embodiments are preferred embodiments of the present invention, but are not limited to the above-mentioned modes. Any modification, equivalent replacement, improvement, etc. made within the spirit and principles of the present utility model shall be included in the protection scope of the present utility model.

Claims (17)

1. a foam cement composite plate with dovetail groove type steel limit rib structure, it includes any one in following sheet material: foam cement composite bottom board, foam cement combined wall board, foam cement compound roof, it is characterised in that: in described foam cement composite bottom board or foam cement combined wall board or foam cement compound roof, it is provided with dovetail groove type steel frame limit rib;Described dovetail groove type steel frame limit rib, is made up of upper lower flange and dovetail trough rim costal fovea groove;And it is provided with insert portion wedge in described dovetail trough rim costal fovea groove.
2. the foam cement composite plate with dovetail groove type steel limit rib structure according to claim 1, it is characterized in that: the connection between described foam cement combined wall board and described foam cement composite bottom board, be connected with the wedge being provided with in sheet material dovetail trough rim costal fovea groove fixing by bolt part, connector.
3. the foam cement composite plate with dovetail groove type steel limit rib structure according to claim 1, it is characterized in that: the connection between described foam cement combined wall board and described foam cement combined wall board, be connected with the wedge being provided with in sheet material dovetail trough rim costal fovea groove fixing by bolt part, connector.
4. the foam cement composite plate with dovetail groove type steel limit rib structure according to claim 1, it is characterized in that: the connection between described foam cement combined wall board and described foam cement compound roof, be connected with the wedge being provided with in sheet material dovetail trough rim costal fovea groove fixing by bolt part, connector.
5. the foam cement composite plate with dovetail groove type steel limit rib structure according to claim 1, it is characterized in that: described foam cement composite bottom board, be made up of steel frame, steel bar girder, steel wire, inorganic foamed cement core, upper and lower cement screedn compound;Described steel wire is connected fixing with steel frame;Described steel wire can overall lay or part is laid.
6. the foam cement composite plate with dovetail groove type steel limit rib structure according to claim 1, it is characterized in that: described foam cement combined wall board, steel frame, upper and lower steel wire, several and upper and lower steel wire the steel ring socketed, inorganic foamed cement core, upper and lower cement screedn compound are constituted;Described steel wire is connected fixing with steel frame;Steel wire can overall lay or part is laid.
7. the foam cement composite plate with dovetail groove type steel limit rib structure according to claim 1, it is characterized in that: the another kind of structure of described foam cement combined wall board is, be made up of steel frame, steel wire, steel bar girder, inorganic foamed cement core, upper and lower cement screedn compound;Described steel wire is connected fixing with steel frame;Described steel wire can overall lay or part is laid.
8. the foam cement composite plate with dovetail groove type steel limit rib structure according to claim 1, it is characterized in that: described foam cement compound roof, be made up of steel frame, steel wire, steel bar girder, inorganic foamed cement core, upper and lower cement screedn compound;Described steel wire is connected fixing with steel frame;Described steel wire can overall lay or part is laid.
9. the foam cement composite plate with dovetail groove type steel limit rib structure according to claim 1, it is characterised in that: in described dovetail trough rim costal fovea groove, it is provided with slidably wedge.
10. the foam cement composite plate with dovetail groove type steel limit rib structure according to claim 1, it is characterised in that: the shape of described wedge matches with groove shapes.
11. the foam cement composite plate with dovetail groove type steel limit rib structure according to claim 1, it is characterised in that: described wedge can be placed in the groove of dovetail trough rim rib in advance, it is possible to is placed on when mounted in the groove of dovetail trough rim rib.
12. the foam cement composite plate with dovetail groove type steel limit rib structure according to claim 1, it is characterised in that: in described wedge, it is provided with the hole coordinated with bolt;And be provided with can the fluting of placing nut.
13. according to the foam cement composite plate with dovetail groove type steel limit rib structure described in claim 1 or 9 or 10 or 11, it is characterised in that: another structure of described wedge is to be provided with the screwed hole coordinated with bolt in described wedge.
14. the foam cement composite plate with dovetail groove type steel limit rib structure according to claim 1, it is characterised in that: another structure of described wedge is, is provided with the bolt with nut screw connection in described wedge.
15. the foam cement composite plate with dovetail groove type steel limit rib structure according to Claims 2 or 3 or 4, it is characterised in that: described connector is square connector;And on connector, it is provided with the via matched with bolt.
16. the foam cement composite plate with dovetail groove type steel limit rib structure according to claim 15, it is characterised in that: on described square connector, have additional gusset.
17. the foam cement composite plate with dovetail groove type steel limit rib structure according to claim 1, it is characterised in that: it is provided with reinforcement in the upper lower flange of described dovetail groove type steel frame limit rib.
CN201521010707.7U 2015-12-08 2015-12-08 Foaming cement composite sheet with forked tail slot type steel limit rib structure Expired - Fee Related CN205348563U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201521010707.7U CN205348563U (en) 2015-12-08 2015-12-08 Foaming cement composite sheet with forked tail slot type steel limit rib structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201521010707.7U CN205348563U (en) 2015-12-08 2015-12-08 Foaming cement composite sheet with forked tail slot type steel limit rib structure

Publications (1)

Publication Number Publication Date
CN205348563U true CN205348563U (en) 2016-06-29

Family

ID=56151954

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201521010707.7U Expired - Fee Related CN205348563U (en) 2015-12-08 2015-12-08 Foaming cement composite sheet with forked tail slot type steel limit rib structure

Country Status (1)

Country Link
CN (1) CN205348563U (en)

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105421657A (en) * 2015-12-08 2016-03-23 北京太空板业股份有限公司 Foaming cement composite plates with dovetail groove type steel edge rib structures and connecting method thereof
CN106284835A (en) * 2016-10-11 2017-01-04 常州绿建板业有限公司 Foam cement composite plate
CN106437040A (en) * 2016-10-11 2017-02-22 常州绿建板业有限公司 Roof foam cement insulation board
CN106437039A (en) * 2016-10-11 2017-02-22 常州绿建板业有限公司 Foaming cement composite board for roof

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105421657A (en) * 2015-12-08 2016-03-23 北京太空板业股份有限公司 Foaming cement composite plates with dovetail groove type steel edge rib structures and connecting method thereof
WO2017097019A1 (en) * 2015-12-08 2017-06-15 北京太空板业股份有限公司 Foaming cement composite plate having dovetail slot type steel edge rib structure, and connecting method therefor
CN105421657B (en) * 2015-12-08 2018-10-02 太空智造股份有限公司 Foam cement composite plate and attaching method thereof with dovetail groove type steel side rib structure
CN106284835A (en) * 2016-10-11 2017-01-04 常州绿建板业有限公司 Foam cement composite plate
CN106437040A (en) * 2016-10-11 2017-02-22 常州绿建板业有限公司 Roof foam cement insulation board
CN106437039A (en) * 2016-10-11 2017-02-22 常州绿建板业有限公司 Foaming cement composite board for roof

Similar Documents

Publication Publication Date Title
CN105421657B (en) Foam cement composite plate and attaching method thereof with dovetail groove type steel side rib structure
CN105421826B (en) A kind of assembled integral vacuum toilet and its method of construction
CN205444458U (en) Integrated assembled steel construction building
CN104912257B (en) A kind of prefabricated special-shaped light steel composite wall plate and its installation method
CN205348563U (en) Foaming cement composite sheet with forked tail slot type steel limit rib structure
CN204738448U (en) Light steel composite wall panel of prefabricated dysmorphism
CN105464214B (en) Steel concrete integrated building manufacturing method
CN209874140U (en) Modular assembly type building foaming cement wall structure
CN105201079A (en) Floorslab and wallboard welding technique
KR20150060107A (en) Adiabatic concrete connecting structure and constructing method
CN109057099B (en) Steel structure engineering precast concrete composite integrated partition wall and manufacturing and using methods thereof
CN108729586A (en) Composite laminated slab
CN110306653B (en) Prefabricated assembly type structural unit, manufacturing method, house structure and construction method
CN205348844U (en) Whole bathroom of assembled
CN216920996U (en) Assembly type wall body structure based on pipeline separation
CN110700414A (en) Assembled house with steel structure frame and assembling process
CN206646722U (en) A kind of reinforced concrete composite structure overlaps beam slab
CN215519632U (en) Assembled building integrated board and outer wall system thereof
CN212670967U (en) MF heat-preservation sound-insulation assembled concrete laminated slab
CN214941262U (en) Assembled internal partition wall body
CN215330820U (en) Heat preservation and decoration integrated floor slab
CN204676927U (en) Module intelligence anti-seismic heat-preservation one splicing structure house
CN2498233Y (en) Skeleton structure of lightweight partition walls
CN204850157U (en) Set up light partition wall board of connecting elements
CN110761401B (en) A crack-resistant assembled building that is quickly tightened using fasteners

Legal Events

Date Code Title Description
C14 Grant of patent or utility model
GR01 Patent grant
CF01 Termination of patent right due to non-payment of annual fee
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20160629